HomeMy WebLinkAboutTypical Truss End 11-6-17I.
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HANGER SCHEDULE
TRUSS BEARING HEIGHT SCHEDULE
• UNLESS NOTED OTHERWISE
All HMGERS ARE USP •HUS26•.
8'—B" ELEV.
OHUS26
OMSH422
® 8'-8" Int Brg
® 18--1 7/8' ELEV.
R" TRUSS DE9a CRIIERu
T.C.LL 20 P.S.f•
FLDDR TRUSS DE9Qi --A
T.C.L.L. 40 p.s(.
TCD.L 7 P.s.r.
T.C.D.L 10 P.s.f.
B.C.D.L 10 P•s.f.
B.C.DL 5 p.s.f.
TOTAL 55 p.sf.
TOTAL 37 p.s.f.
DURATION FACTOR 1.25
DURATION FACTOR 1.00
WAND STANDARD ASCE 7-10
FLOOR TRUSS MAY BE ADJUSTED
WIND SPEED 160 ..ph.
2" FOR PLUMBING IF NESSARY
BUILDING EXPOSURE C
FLOOR TRUSS SPACING
BUILDING TYPE —
1 2'-0' UNLESS NOTED
APPROVED TRUSS ANCHOR BY BUILDER
2X4 MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
12
�// 6 �
HEd 6"
81,
0" BRG.
UNLESS NOTED
OTHERWISE
TYPICAL TRUSS END
ALL SPACING IS 24' O.C. EXCEPT AS SHOWN.
DO NOT CUT OR ALTER TRUSSES WITHOUT
AUTHORIZATION FROM THIS OFFICE.
THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF
ANY BROKEN COMPONENTS AND/OR MISSING PIECES.
NO BACKCHARGES WILL BE HONORED.
WARNING
CaNN]NnMAL FRAUNG O—W MD/w PFANAT9Ht I—G IS Nor Tff RE9+tx-
tt KTHE 1MI55 DE9R&A. MlE NANUFACNRER. OR 1RU55 FAftlDCAIOt PER90x0
DiEGRIG IRUSSE; ARE WInMEO 1D SEIX PR6SADVICE REGMmwG
EREcna BRAmm rs REauRm m . rNT mPPUID
Wnlm ALWAn PrRE'a Arm
tlmTowc Duawo lT¢cnax; Alm IiR11ANDTT BRAam twa wr BE REonRm
w sosc TaFucAnws s¢ •Bwlmlc WDaD mums ccxxwTARr um
REa4m0mAnas• fats-e0 FOR FURAxm Daaluna.
1MIssE3 SNAIL BE
MSTAtIFD W A sl .t AND — P09— WrtIS ND SNEAIMNG
APArtD tlF2CRY TD TCP AND/. B— —+ —.-. tliA—
A9 4 EDFlFD IN n1E EN(a1EDID nE5 - IRI — — BE H.WDIID ..
RFASON,IBI£ CARE DIWNG EREG➢Dx TO PREgIT D.— 0R PERSWK HAIRY.
NOTE
IT IS THE RESPONSIBIUTY OF THE BUILDING DESIGNER OR
ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES
TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS
ENGINEERING. SPECIAL CONSIDERATIONS FOR MECIHANICAL EQUIPMENT
AND/OR PLUMBING (AND THEIR CONNECTIONS)IN MUSS SPACE
MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS UYGUT
PRIOR TO FABRICATION.
THIS COMPANY IS A TRUSS MANUFACTURER WHOSE
RESPONSBIUTIES ME LIMITED M THOSE DESCRIBED IN WTCA
1-1995 'DESIGN RESPONSIBILITIES'. ACCORDINGLY, IT DISCLAIM
MY RESPONSIBILITIES AND/OR UABIU7Y FOR THE CONSTRUCTION
DESIGN, ORAIWNGS, DOCUMENTS INCLUDING THE INSTALLoIMON MD
BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY.
APPROVAL SIGNATURE
YOUR SIGNATURE WALL ACI NOWLEDGE:
1) AUTIIORIZATION TO PROCEED PATH FABRICATION.
2) VMFICA71ON OF ALL DIMENSIONS AND CONDITIONS,
INCLUDING WALL HEIGHTS, ROOF PITCH, HEEL HEIGHT,
OVERHANGS, COUNGS, ETC..
3) TRUSSES WALL BE MADE IN STRICT ACCORDANCE
W11H THIS TRUSS LAYOUT.
4) IN READ AND UNDERSTAND ALL NOTES AND WARNINGS
ON THIS PAGE AND AGREE TO BE BOUND BY THEM.
SIGNED
TITLE
DATE
REQUESTED TRUSS SHIPMENT DATE
( ACTUAL TRUSS SHIP DAIS IS BASED ON OUR CURRENT OOIIERY SOIEDULE )
R
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5
RANEY
COMPONENTS,
LLC
19990 Independece Blvd.
GROVELAND FL. 34736 RAIL
OFFICE: 352-429-9429 ® COMPONENTS
FAX: 352-429-7429
E—MAIL: irUSS lant@roneycomponents.com
M' Horton
"77" W111 Creekside
—D.
4EGB Galen I'D" OL
SCAT£ „DATE: DRAWN BY: ORAwNG NUNBFA:
ntS=1'-003-20-2017 JAH